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HomeMy WebLinkAboutW-423311CM N N i TOWNS ON 12TH i i i �� f•' I 'B&S. • •. •I •'. *. * -i: 84236By189 I SUBDIVISION BOUNDARY 042JO59235 / EX CB 15312 �\ qX • : ' x 4+39.37, 25.20' RT (AB) 4010 NE 127H ST RIM 413.87 I 0423059273 8"" CONC IE 411.86 (SE) \ �, ' : ' p-------- , ��s.,.�::.::: -I 4018NE12THST 4� �•: ••�.•�.••.• rn. x 1-5 1/4"" FH ASSEMBLY PER / CONNECTION I Q EX SSMH 15438 STD PLAN 310.1 & 310.3 , �--- 4j2-•:� RIM 425.22 RECONNECT TO EXISTING 2+28.99, 11.85 RT EX SSMH 15319 23=6""D/ SEE FITTINGS ON RIM 16.68 / m III •' 1 1 x (425.36 GIS) CUSTOMER SIDE USING 1 �F II i DETAIL, THIS SHEET 8" 15 406.73 (WEE) (NO ADi Es5) _`` I I 4+39.67, 3.90" RT N ,c niir c)GlS) TYPE K COPPER PIPE �o C71 CHANNEL _ II 1-12 "x6" TEE, FLxFL / N ("1 ) I II I ' ' 2+39.99, 11.68" RT �•d` / \ 1-12"" GATE VALVE, FLxMJ 4+37.54, 4.60,,RT (AB) W 1-12" 22.5' BEND, MJxMJ i 426 - 1 �2" Dt4PTER, FLxMJ 29' RT ' co II'',, J `D '7?T AB _ W/ CONC BLOCKING i / �__�- N d W 'rV VAULT 1-6" GATE VALVE FLW .2 ( =-- -- -- - �. :. v( I I W CONC BLOC G �`O - / - - N K 41 / f. '. • '. • '. • D� 2 MBS g O O( 1\) 29"RT POTHOLE T .VERIFY - ---� ! r rn = 0PT _/ �-�' N SEWER DEPTH 4' M YJ / - OPT-TQP'=OPT -OP = _ - rn L - i I / (� - - - - _ - - 1 - A2 - -- W - -� -_/v WN�IV . - -r+.s - =:`-� s-Tj ` I . - r ---- T _�=-� r CR f _'• -• �-4 <n WV QP1 •. W -{ - - _� -X - •_.� N S .�•. �. . - •- -- W • •r 8 6�• =T . • � •• � J l WVN 1 •4. • a' + 0 0- 33 D•' 3 49 8.• ••• •.G. •. -.cam. . �.T.,... ..f.... ••• '. 1.=1 ".Dl' J G• . • -r ._•'. POTH LET VERIFY : •'. •'.�'. •'. •'. " .Iry .10 !.. 4•ME \ �. _ R DEPTH F. W. a. • ' � . •'SEWS � � - .-. G • _T - p. . �_• • JT •- T �. T _ SO qi, ' 'T 5Q -''- - _ D N w' T - --- - p_- T - - /. =3C- -X-----�-5• � _ _._• .0:.•. .lam � � � . �I.:� � • DBL SWING 'SUS" lzz AC WATER MAIN TO X- - -X- - _ -� - -_-- _ GA TE - -X= =-� BE ABANDONED /N 2+59.38, 3.31 ' R T - X - - - T - T -- . • OP • . I PLACE (TYP) DBL SWING GA TE 1-12 "" 22. 5' BEND, MJxMJ EX SOMH 15315 _ O A�A UTILITY CABS 1061500576 W CONC BLOCKING RIM 420.77 L` 3932 NE 11 TH 1-L / 12" CONC lE 418.42 (W)':5TOP SIGN I :.'I •�'� • '. • ' NO PARKING HEAD 12- CONC lE 41 & 04 (E) f061500610 �, 3900 NE 11774 PL STOP" III •'• : : • , • • : `. EX SDMH 15313 TYPE 1 THRU GRATE / � III• •': •: ' • I • RIM 419.71 INLET PROTECTION PER ` III r'•:• -.-. :� . •. c Q 12" CONC lE 417.21 (W-SE) DETAIL, SHEET DT-01 � / \ 1061500580 12" CONC ABANDONED (N/NE) / (TYP) rrnn 3928 NE 11 TH PL (DOES NOT APPEAR TO DRAIN WELL, LOTS OF SEDIMENT) YJ / I 48" MIN COVER �� �N cn� ------�---- ---�L'i� I � � 420 W W Z N W rW uJ W� 4 10 J Z V Q (12 - NOT KNOWN (SW) - GlS) (12 " P. S. lE 414.5, PER 1952 AS -BOIL T PLA T OF l Ud / w0560 I I II %:T• ' '• :Ao '. BRENTWOOD NO. 2 - NGVD29 DATUM) 1160 TACOMA AVE NE EXISTING GROUND J®_R_OAD TYP)h v EX 5/8" GAS (ASSUMED 3' CO DER NE 12TH ST 4 f 00 3 f 00 2+ 00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. l 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING UTILITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. Z WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 EX FIRE HYDRANT W VN 409.81 (8" CONC lE 409.24 (NW) GIS) (8" CONC lE 408.95 (E) GIS) (UNABLE TO ASCERTAIN USED GIS DATA) 12"" CONC IE 407.95 (S) 12"" CONC IE 407.75 (N) 8"" CONC lE 411.27 (W) EX SSMH (15317) RIM 416.09 8" lE 405.93 (CTR CHANNEL) '1EFT--RIGHT ARROW" FND PUNCHMARK IN 1-1 /2 " - - BRASS DISC IN 4 4" CONC MON IN CASE DN. 0.710 IN TV 7?ED-STOP1" NE 12TH & UNION AVE NE (412012023) • "STREET" \---W- - -W- -- 8"DI �-� -OP- - - -OP W VN 415.00 8" CONC lE 415.450 (E) W) (VERIFIED GIS - APS FIELD MAPPING -PHASE 2 RECORD DWG 212015) 420 4 IO N SCALE: 1 " = 20' 0 10 20 40 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS NE 14TH ST 2 z 12" POLYP/G /N NEW PIPE PR/OR TO INSTALLATION OF END CAP. T L 12-DI ss- 12 DI 2" TEMPORARY BLOW -OFF W 8" AC 2 NE 127H ST -N KEY MAP 2 NOT TO SCALE t aL NE 12TH ST w TEST CONFIGURATION 2" TEMPORARY BLOW -OFF • T T� 16 " C/ W ss-Z ss---� • m U -W� TESTING CONNECTION GA TE VAL VE, & CONNECT TO EX 16 C/ W/ 1- 16"xl2" REDUCER, MJxMJ 2-12"DI SPOOL, LENGTH TO FIT 1-12" SLEEVE, MJ W/ MEGALUGS T TT� 12 " DI 12" DI 16" Cl 12 " DI CUT, CAP & ABANDON EX 8 Cl 8" AC FINAL CONNECTION CONNECTION I NOT TO SCALE W-423311 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 2 �\Po W oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N & STORM SEWER CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� WASH I N GTOIV TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONAE� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SHTWA- 10 SHT 12 OF 27